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HomeMy WebLinkAboutWALL ASSEMBLY DETAILSNOTE: NOTE: IF ZIP SHEATHING SYSTEM IS APPROVED BUILDINGS WRAP IF ZIP SHEATHING SYSTEM IS �;�446. INSTALLED, PLEASE SEE SHALL BE LAPPED A MINIMUM OF INSTALLED, PLEASE SEE 4'x4' SELF -ADHERING MEMBRANE b' • VERTICAL LAPS (ROLL MANUFACTURERS FLASHING (COMPATIBLE W/ HOUSE MANUFACTURERS ENDS) 4 b' • HORIZONTAL LAPS. WRAP MATERIAL) OVER INSTALLATION PROCEDURES ALL SEAMS NEED TO BE TAPED LATH VERTICAL LAP TO BE I' INSTALLATION PROCEDURES APPROVED HOUSE WRAP. WITH FORMER SHEATHINGS TAPE FI ASHING TO EXTEND ONTO PIPE In OR LESS PIPE b'xb' SELF -ADHERING MEMBRANE PRE ORMED CONTROL JOINT �� in THICK, 3 COAT CEMENT / \ PENETRATION FLASHING MATERIAL) (COMPATIBLE W/ HOUSE / \ PLASTER WRAP MATERIAL) OVER NE SELF -ADHERING MEMBRANE FLANGE OF CONTROL JOINTS T FLASHING OVER APPROVED • ' �. WRB LAYER r/ FOR. FIBER / \ WI TIED 70 LATH 9 y HOUSE WRAP. BE RED ED L OG. MAX (VERY.). NOTE: DO BUILDINGS PAPER / MIN LAP •METAL LATH \ NOT FASTEN CONTROL JOINT TO FLASHING TO EXTEND ONTO PIPE WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES W/ APPROVED METAL LATH X X X V LEG MAY BE USED TO TEMP. FASTENED •T IVERT� OC MAX { GpplTgpL Jp�T AT SUPPORTS iX X X — DURING INSTALLATION GUT AND OVERLAP ONE SIDE OF WRB LAYER 9, y METAL LATH SELF -ADHERING I TMBRANE—CUT AND FASTENERS TO BE SPACED STUCCO WRAP SELF-ADHERINGAPRSIEE OF • 1' O.G. MAX VERTICALLY I FLASHING STEP 01 STEP � FLASHING WOOD SHEATHING ' THICK, 3 GOAT CEMENT OR 1/Ib' ZIP SHEATHING i STUCCO WRAP �j STUCCO SYSTEM STALLED PER � � % _ �� /� _ � / i � S P I PLASTER 5 Mpy{P. S, GSJ METAL LATH WRB LAYER W2, POWF15ER r b' MIN PAPER LAP BELOW ONLY WRB LAYER *2, FORTIFIBER BUILDING PAPER WRB LAYER 4, FOR P15ER BUILDING PAPER BUILDING PAPER METAL LATH \ / WRB LAYER 9, ) j b'xb' SELF -ADHERING MEMBRANE STUCCO WRAP FLASHING OVER 4'x4' SELF -ADHERING MEMBRANE \ GAP MIN I INSTALL FASTENERS (CLIPS, FLASHING OVER APPROVED LATH SHALL NOT +' TO i WOOD SHEATHING STRAPS, STAPLES) AS HOUSE �I"• BE CONTINUOUS m' TO S' 6' TO �' I OR 1/lb' ZIP SHEATHING REQUIRED TO SECURE FLASHING TO EXTEND ONTO PIPE THROUGH CONTROL MIN. MIN /�7 SYSTEM (INSTALLED PER PIPE/ WIFE TO FRAMING JOINTS ESJL SHALL M ' ence.; 4'x4' SELF -ADHERING MEMBRANE ^.4 s y t a -"'� :va s°x�+ + FLASHING OVER APPROVED HOUSE WRAP. BE STOPPED AND TIED AT EACH SIDE. PROVIDE 2X4 BLOCKING I' MIN LATH FLASHING TO EXTEND ONTO PIPE PER ASTM CI063 , . LAP, 4' OVER 1.10.1.4 PLACED FLAT MAX b TO 8 ALL LAP FROM CONTROL JOINT WHEN APER LAP - W CONT. BEAD OF SEALANT CONTROL JOINT FALLS ON \ / 6TRWTURAL STUD SCALE: I I/T'.I'-0' I. FASTENERS FOR LATH TO ESE NAILS OR -� INSTALL APPROVED HOUSEWRAP AIR STAPLES IN COMPLIANCE W/ ASTM CI063 I EAT HIND N BARRIER OVER 7. WIRE TIES TO BE (NO. IS) 0.0415' WIRE / 3. BLOCKING ENDUE( MAY IN ADDITION \ �� 3. WALL STUDS REQUIREPE D R PLAN / �/� ELASTOMERIG COATING OVER STUCCO/ G.Y. FINISH (SEE TYP WALL SECTION) VERTICAL LATH & PAPER DETAIL WOOD STUDS SECTION PER SECTION R703.7 Exterior Exte for uuse of portland plastering plaster NOTES SHEATHING shall comply with the application SIDE LAPS OF METAL OR 1/Ib' ZIP SHEATHING SYSTEM:' (INSTALLED PER MANUF. SPECSl requirements of ASTM C 926 12A. PLASTER BASES SHALL BUILDING NOTE: BE SECURED TO " Installation of exterior lathingand framing 1 "M" TYPE CONTROL JOINTIBETWE�s PAPER; b�alP" IF ZIP SHEATHING SYSTEM IS shall comply with ASTMC sa,2A. THEY SHALL BE TIED INSTALLED, PLEASE SEE WITH 00415-IN. (12I-MM) STUCCO $' LAP • LATH MANUFACTURERS WIRE AT INTERVALS NOT z 3' LAP .PAPER INSTALLATION PROCEDURES MORE THAN 9' MS-MM). %� j I /� j ) AS PER ASTMGI063I� ���)`"l�IOI `4 ��)'"tIL \�Y 4 E/ OL MOLD MAW • PT. A O L FOLD INWARD PT. A 19.1. ®FOLD 2' • �' ° 4� K I C KO U T FOR PAIR OF TEARS DETAIL HORIZONTAL LATH N-�•�- ® IN WRB LAYERS, TEARS MAYBE PATCHED & PAPER DETAIL W/HOUSE WRAP TAPE PER MANUF. SPEC. OR FOLD PEEL 4 STICK 0 111ro' ZIP SHEATHING SYSTEM ( INSTALLED PER MANUF. SPECS.) OR O,� L� 0 M A Lr�D MwARD ��4; WOOD SHEATHING OR CMU PT. A / s. CREASE • Pr.5 WRB LAYER 01, s. CREASE . PT. 5 3. CREASE . PT. C STUCCO WRAP (FRAME ONLY) S. CREASE . PT. C 1 FOLD PT. C OVER PT. 5 TILL FT. C TOUCHED IMMOMFLANGE ® h J' THICK, 3 COAT CEMENT ® PLASTER (FRAME), COAL LEG E CEMENT PLASTER ICMU) ND METAL LATH (FRAME ONLY) ®® ® LAP ROOF/WALL 4 TAPE L SCREED R DRAINAGE fi LANE (WR5 .Tr NOTE: .0 TIM6T, FLANGESEAL FOLD' � IF ZIP SHEATHING SYSTEM IS �� i' THICK, 3 COAT CEMENT % 5'XS' "L' TYPE CONTINUOUS UJR�3 L)41''E R #2 FORT 11= 18E'. INSTALLED, PLEASE SEE PLASTERrnearre� la' �coar F GALV. METAL FLASHING ' MANUFACTURERS CEPIENTPLASTER (CMU) (NAIL TO ROOF DECK, NOT 5UILDING P>' FER) INSTALLATION PROCEDURES �n WRB LAYER 12, FORTIFIBER WALL SHEATHING) BUILDING PAPER nary a ONLY) WRBLAYER 9, N CAP SHINGLE — DO NOT NAIL, METAL LATH X X X X -y"* MA%. STUCCO WRAP (WCAMEaNLY) INSTALL WITH ROOF CEMENT LAP LAYERS OF OUILDIM(>' OVER NAILING M-Al #TOR' UM AUMM I MI AMOVE STUCCO as SHINGLES (PRM1E ONLY) on •' Pl OR CM EXTERIOR ROOF CEMENT w/ a ROOF PER ELEVATIONS WOOD 5HE)4THING-� �; %�'7777 i' ::�a WAu w_ASFWNG ;, I OR -1/16° ZIP SHEATI41NG SYSTEM CNSTALLED PER MAN. SPECS.) KcK-outR.A81-ING DETAIL) NOTE: / L —"D—VI/. LAHIN — IF ZIP SHEATHING SYSTEM 15 NOTE UFESSE SEE MANUFACTURERS METAL LATH: LATH TO 5E PER 5ECTION �LINDERLAYMENT WATER TIGHT SEAL (SEND OR INSTALLATION PROCEDURES DO mar R-103,11 / A5TM C-84-1-09, MIN. 2-5 L55, � INSTALL KIdCOUT GOLDEIR SHINGLE ROOFING OPLABHMG AT 50TTOM OF RCCF fi=E R 5 C. 1',4 RD C T I L f T 1' OR NOMINAL WALL INTERSECTIONS DRIP EDGE. OVERLAP 9' EXTEND WY SELOW "AIHMG, I" ECHANICALLY FASCIA WR4P 7 7 7 7 LATH DOE 5 NOT MEET 5 PE C IF C ION S FASTEN 4' D.C. MAX. rO L F L AS H I N G N.T.S. 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 pE� a �i W O Q F q 64 M 'Sul3IIV. de LOT: CREEKSIDE LOT 32 PROJECT# 03900.009 MODEL: 4EHB "2605-HAYDEN" GARAGE S WING: RIGHT PAGE: WALL ASSEMBLY DETAILS 60 MPH EXP. C ARCHITECT' STATE OF FLORIDA ROLAND A.ABOUCHACRA AR NO 93723 05/15/18 SCALE: 1/4"=1'-0" 1 SHEET Al A1� NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS STALLATION PROCEDURES ,�H I� XI, BACKER ROD WRB LAYER "I, STUCCO WRAP 8" R VENT INSTALL W SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDES) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. VENT CAP IS TO BE IN BED OF SEALANT A7 TOP D SIDES ONLY. SEAL T IS TO BE TOOLED SO AS DEFLECT WATE AY F JOINTS. E- A AROUND T- SEALANT ALL D INTERSECTIONS A SEALANT AT PERIMETER OF OVABLE FRAME AND STUCCO ALL SIDES, Y4' CAULKING s JOINT L AROUND PER SECTION R703.7 Exterior lathing and plastering Exterior use of Portland cement plaster shall comply with the application requirements of ASTM C 926-12A. Installation of exterior lathing and framing all comply with ASTM C 1063-12A. HOODED T ' THICK 3 COA G£MENT PLASTER METAL LATH WIRE LAYER •2, FORTIFI BUILDNG PAPER WOOD SHEATHING ( FRAME) (INSTALL O F'ER MAr4F. SPECS-) OR WOOD SHEATHING •WRB LAYER h, STUCCO WRAP -WRB LAYER 02, FORTI ER BUILDIN* PAPER ASING BEAD �' ISED BAND V TO YF MID -WALL tee. 6' WIDE STRIP SELF ADHESlvV FLASHING, CLEAN MA60NIWY BEFORE APPLYING STONE VIEWR OVER SCRA COAT RIZONTAL WEEP �jUN W/STONE VENEER (FRAME TO BLOC LEGEND DRAINAGE PLANE (IURB LAVER 01, STUCCO WRAP) WRB LATER 02 (FORTIFIBER — — — — — SUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING OR 1/16' ZIP SHEATHING SYSTEM (INSTALLED PER MANUR SPECS.) SELF-ADHESIVE FLASHING NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-Og, MIN. 2.5 LBS. PER SQ. WARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) Is BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH WALL I 6' SELF ADHESIVE — FLASHING (INSTALL PER MANUF. SPECS.) BUILDING PAPER — UNDER 'QUICK FLASH' ELEC. METEF VERIFY LO STUCCO FINISH ro" SELF ADHESIVE OVER TOP t SIDES SELF FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT is TOP 4 SIDES PLION 1/ IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES A VENT PENETRATION SCALE: N.T.S. HICC,y I LW I`CL.M I yC STUCCO SCRATCH COAT E 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION UCOD CONSTRUCTI i/16' ZIP SHEATHING SYS' (INSTALLED PER MAN, F WOOD SHEATH( WRB LAX R " OR :R "2, FORTIFIBER PAPER THICK, 3 COAT CEMENT TO 78' ro" SELF N FLASHING WOOD FR, WALL SIVE IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES METER FIELD --Y LOCATION Y STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM ,"� AT ^-.tl 1"V-" ')R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES �O SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER "I, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP BELOW CUT SUCH TWA NO MEMBRANE ENTERS BOX, APPLY TO FAI EDGE APPLY E-Z BEAT OVER 60 MIN GF�4DE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS a' CMU 1/16' ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SF S.) OR WOOD SHEATHING LAY5/02,FORTiFuBER STUCCO W 8�L1a TH KNISH i WOOD FASTEN TO WOOD STRUCTURAL MEMBER • i' O.G. MAX V TO,19 MID -WALL WEEP SCREED WIDE STRIP SELF 1HESIVE FLASHING, CLEAN 6ONRY B£FORS APPLYING FINISH • ONRY IZONTAL WEEP S EED (FRAME TO BLOCK) NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES 8' 01 WRB LAYER 01, STUCCO WRAP CUT 'X' INTO � MPX 77 ° SELF -ADHERING MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER SOX AND OVER APPROVED WRBLAYER 5TEP #1 eTEF #2 APPLY 60 MIN - GRADE 'D' FELT OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP 5TE P #3 0 0• .o 0 0• 0 0 0• 0 0° 0 ,. •o•o.o u WRB LAYER 01, STUCCO WRAP SELF -ADHERING MEMBRANE FLASHING WRB LAYER 02, FORTIFIBER BUILDING PAPER ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STEP :R5 STEP '*(o OELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 rX [E- 0 tj a F.14 S VHDIV. 6e LOT: CREEKSIDE LOT 32 PROJECT# 03900.009 MODEL 4EHB "2605—HAYDEN" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 60 MPH EXP. C ARCHITECT: STATE OF FLORIDA e -` J PRINT 1 S DATE: SCALE: 1 SHEET WA2 WOOD SHEATHIWS WOOD CONSTRUCTION I%" HAT CHANNI W/b/ol TYPE 'X' I i Fo % WRB LAYER *l,_ j( STUCCO WRAP ` AMIGO AM66-WFWC-180 CUSTOM CASING BEAD ` (SHOWN F CLARIFICATION OF SEPARAT ACCESSORIES ONLY) ASING BEAD 1 O A DTL. ® CANT. SCALE: 1 1/2' =1'-0' WR5 LAYER •I, STUCCO WRAP WR5 LAYER °2, FORTIF ER BUILDING PAPER THICK, 3 COAT MEN7 PLASTER 6' SAF. ' TOP WEEP SCREED TO SHJ�ING HND WEEP SCREED 6' SELF-ADHEREING FLASHING WRAPPED ' TOP OF WEEP SCREED TO SHEATHING BELOW — WR5 LAYER "I, STUCCO WRAP — WRB LAYER 02, FORTIFIB BUILDING PAPER 6' SELF -ADHERING FLASHING WRAPPED ' CORNER OF CANTILEVER 1 2" NOTE: IF zIP SHEATHIN • INSTALLED, PLEA MANUFACTURERS INSTALLATION F5 EXT. WALL PRE-ENG'D SS ­77/777- 7/77 WEATHER RESIStI BARRIER �+ SI WEATHER RESTIVE -�(r\- BARRIER "2 J' THICK 3 COAT CEMEN PLASTER 0 V RIES METAL LATH WOOD SHEATHING 10 CANTILEVER DR STEM IS EDGE SEE URES LEGEND NOTE: 1�IETAL LATH: LATH TO 5E PER SECTION R-103.1.1 / A5Ttl C-541-09, 1%w11N, 2.r5 L85. PER ea. YARD (UTILITY OR NOl`�IINAL LAT1--I' DOES NOT 1"IEET 6PECIFIC4TION5) R'TE: IF 1 SHEATI­ -ING SYST IS INSTA D, EASE MANUF RS INSTALLATI ROCED RES WOOD CONSTRUCTION WEATHER RSISTI BARRIER M 3/4 RESILIENT �R STIVE HAT CHANNEL 5/8' TYPE 'X' DRYWA126 W/TEXTURED 4 PAINTED FINISH ' THICK, 3 CO G PLASTER 1D) DRIP EDGE INSTALLATION ✓THICK 3 COAT CEMENT PLASTER METAL �L{-IATH OR—/1 .�' LI' T?w 6 r6urf `2x E D =R (SHOWN FOR SEPARATE � N or - ONLY) otE: IF SHE WINGS S M IS WOOD GONSTRUCITON INST ED, PLEASE SEE MANUFA RS INSTALLAT PRO E URES WEATHER RESISTIVE/ . BARRIER 01 3 COAT CEMENT PLASTER 5/8' TYPE 'X' DRYWALL METAL LATH W/TEXTURED 4 PAINTED uJpQt� g {�N FINISH C�fR TT�R�bLL�ZfppP'SF�EATF I+ SYSTEM J' THICK, 3 GOA E H�SADER/ 'E�2A�. � PLASTER ,(\\ IAIVI /-/1ee A Vf CASING 5EAD Z_ NO GAP IN FIELD \ (SHOWN FOR GLARIFIN SEPARATE ACCESSORII ION OF 5.-ONLY) DRAINAGE PLANE (WR5 LAYER '*1, STUCCO LURAP) WRS LATER *2 (FORTIF15ER— PUILDING PAPER) 1"'IETAL LATI4 x x x x STUCCO LUOOD SNEATI41NG OR -1/16' ZIP SHEATHING SYSTEM ( INSTALLED PER MANUF. SPECS.) 5ELF-ADI4E51VE FLA-5-41NG 14 3' X 3' 26 GA. GA . FINISH LAYER (2 LAYER METAL DRIP E EL 4 STICK) SET IN FULL B OF 6' EL 4 SEALANT, Jae' STI 'DRIP SPACE FRO DRIP FACE TO X ED DECK O 41 G FOR BACKER I VXI V4 P.t. SIMULATED RO < SEALANT y4 GAP FOR BACKER WOOD (TREX) LEK ROD 4 SEALANT CONTINUOUS I q Y GAS L ING iE WATER PROOFING I i WEATHER RESISTIVE VINYL CASING 5EAD LAYER (2 LAYER L 4 BARRIER "Iop STICK) WRAPPED FIRWEATHER RESISTIVE WATER PROOFING lot BALCONY DECK TO BARRIER 02 LAYER (2 LAYER PEEL ..,..,n. CANTILEVER Amw J t STICK) ^ 6' PEEL 4 STICK DECK MEMBRANE, DRIP EDGE TO DECK EXTEND OVER DRIP \\ PEEL 4 SUB FLOOR EDGE ®® 3' X 3' 26 GA. GALV. SU5 FL - METAL DRIP EDGE = �" = SET IN FULL 5ED OF I YFXI s/a' P.T. OR I AT SEALANT, h' MIN. .... ............. .......... .... WOOD ItREX) FI E SPACE FROM DRIP CONTINUOUS FACE t0 TREX I I�" COLUMN SHEATHING WEATHER RESISTIVE 5ARRIER "1 WEATHER RESISTIVE 5ARRIER� 6' SAP. —PEEL 4 STICK 1 VxV 'L' FLASHING FULLY EMBEDDED IN ROOF CEMENT I X 3' 26 GA. GALV. METAL DRIP EDGE SET IN FULL 5ED OF SEALANT,11 M SPACE F RI FACE TO TR10 Ya GAP FO INY CA 1N (T SX) FILLER ROD 4 SEAL W TER PROOFING lot Ya' FOR SEALANT FINISH LAYER AYER LA R (2 LAYER PEEL 4 OPT ACKER ROD. — F'EEL 4 STICK) STIC WRAPPEp FROM SALG Y DECK t0 M IFIEp 90 3/4 RESILIEN CANTIL R /4 RESILIENT HAT CHANN VINYL GA A �' THICK, COAT CEMENT HAT CHANNEL PLASTER INYL CASING BEAD METAL LAT 5/8' TYPE ' DRYWALL WOOD SHEAt G WEATHE RESIS vE WEATHER RESISTIVE 5ARRIER F WEATHER RESISTIVE BARRIER "2 EXTERIOR COLUMN -COLUMN SHEATHING �6' SAF. -1 X2"x3' "L" FLASHING `FULLY EMBEDDED IN ROOF CEMENT I V X 3' 26 GA. GALV, METAL DRIP EDGE SIE IN FULL BED OF SEALANT, V MIN. SPACE FROM DRIP 'FACE TO TREX WATER PROOFING let LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM 5ALCONY DECK TO ANtILEVER ICK, 3 COAT CEMENT W/tEXTU 4 PAINTED R /8' TYPE 'X' DRYWALL i< I METAL AtH SH FINIBARRIER "I W/TEXTURED 4 PAINTED WEATHER RESISTI WOODS ATHING J' THIC 3 GOAT CEMENT BARRIER 02 FINISH— PLAS R 4' POSITIVE DRAIN in THICK, 3 COAT CEMENT 4' I I I Y CORNER 5EAD WEEP SCREED PLASTER UEEP O GAP IN FIELD VD(YL CASING BEADNO GAP IN FIELD_ VINYL COINER 5EAD (SHOWN FOR CLARIFI TION OF (SHOWN FOR CLARIFICATION OF VINYL CASING MEAD SEPARATE ACCESSOR S ONLY SEPARATE ACCESSORIES ONLY) BALCONY DRIP BALCONY DRIP 11A EDGE INSTALLATION 11C EDGE INSTALLATION 0 COLUMN W "L" FLASHING SCALE: NTS 2x FRAMING MEM5ER THICK, 3 COAT CEMENT PLASTER 2 I/2" CORNER BEAD FA5TENED TO SIl4 G I" O.C. MAX. N N 7 a: WRAP OD SHEATHING METAL LATH _IvWR5 YER''12, FORTIFIBER WOOD SHEATHING "YER 01, — WRB LAYER FORTIRBER BUILDING PA R� METAL LATH " THICK, 3 COAT CE T PLASTER 6'SELF—ADHERING FLASHING 1R3 BUILDI PAPER WINDOW FLANGE ORNER BEAD @) AME 2 1/21111 CORNER BEAD (FASTENER E SPACING 0 "1" 0. L N N GMU 5/ " THICK 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY BLOCK NOTE: IF ZIP SHEATHING SYSTEM INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCE R WOOD SHEATHIN a WRe� Lt��YE sruccP vv/ W FORTIFIBER b " BUIL APER 1 , META LATH ; i ' HICK, 3 COAT CEMENT ASTER 6'SELF-ADHERING ' FLASHING o DRIP CAP WINDOW FLANGE CASING BEAD (E) WINDOW 1441 N. RONALD REAGAN BLVD. LONGWOOD. FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 164 Iq ck w 0 4F, w A F A x Suanrv. ac I.OT: CREEKSIDE LOT 32 PROJECT* 03900.009 310DEL• 4EHB "2605—HAYDEN" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 60 MPH EXP. C ARC:HITECT� STATE OF FLORIDA I ROLAND A ABOUCHACRAA l AR NO 93723 PRINT 05/15/18 SCALE: 1 /4" =1'— 0" SHEET -Pyle Cow^,t, i SHEATHING METAL WRB LAYER *1, STUCCO WRAP WRB LAYER *2, :o%RT1FI BUILDING PAPER 8" THICK, 3 COAT CEMENT PLASTER VINYL ANGLED CASING BEAD VINYL CASING BEAD NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES r_ I� ( EXPLODE VIEW FOR CLARITY) Y4' GAP TYP CASING BEAD IX TRIM MBER to TRIM e STUCCO SIDING TRAN ION SIDING WFO LAYER "I, STUCCO U1RAP O J' THICK, 3 COAT PLASTER METAL LATH / eER +'2, FORTIFIBER dG PAPER SHEATHING WRB LAYER MI, STUCCO WRAP SEL DI-IEREINCs FLASHING PEEL E STICK SIDING TO S TUC O CASING BEAD (CROSS SECTION) WOOD CONSTRUCTION BEYOND WOOD SHEATHING WEATHER RESISTIVE BARRIER M hTHER RESISTIVE - B ER "2 STARTER STRIP— GALV'D METAL — 'Z' FLASHING II YU"4 X CTRIM W4K o; I \ N\ SIDING TO STUCCO 9 BLOCK TO FRAME TRANSITION FLASH b' SELING F-ADHERING WEATHER RESISTIVE BARRIER 01 WEATHER RESISTIVE BARRIER 02 9/ b' SELF -ADHERING FLASWHNG GALV'D METAL 'Z' FLASHING: DO NOT QAW x c' SEAL OPEuNG 6' SIMULATED TRIM MEMBER GAP IL/CAULKING OPROVED SEALANT 1 nJ \ NOTE: METAL LATH: LATH TO BE PER SECTION R-103,1.I / ASTM C-841-09, MIN. 2.5 LBS. -I-I PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 8 LAYER 01, RY -- -- -- STUCCO WRA` P WOOD THING — WEATHER STIVE- BARRIER 01 WEATHER RESISTI - BARRIER 02 *12, FORTIFISER k6L RAASIDINGWRBL4YER 51JILI)I G pAFER 6' SELF -ADHERING - FLASHING /� I — METAL LATT4 STARfERSTRIP— THICK, 3 COAT CEr IEN-r IILASTER D NOT OR - GALV'D METAL 'Z' FLASHING 1 V X 6' SIMULATED — WOOD TRIM MEMBER E—Z BEAD VINYL CA CWls1L' FLEXIBLE PVC BACKER ROD) 6' SELF —ADHERING FLASHIINKG, — CEMENT PLATER WEATHER RESISTIVE— BARRIER'I CASING BEAD C RAISED FATHERRESIST - BARRIER n BAND (FRAME) 1 �(ry A SCALE: 1 1/2"=1'-011 SEALANT WINDOW 2X FRAMING MEMBER W HER RESISTIVE / / \ 6AIERTAP VOE 70P OF 'Z' FLASHING AVERReSISTIVE z \ / 8 WQIER RRESISTIVE / 42 GALV'D METAL I ` 'Z' FLASHING „� DO NOT CAULK OR WEATHER RESISTIVE BARRIER 01 TO LAP 6' MIN. ABOVE TOP 'Z' FLASHING i ` ` 1 V X 6' SIMULATED / WOOD TRIM MEMBER \ / 'SELF -ADHERING 1 ING SEAL WICAULKI V�\ 11 OR A P 0 SEALLAANT WEATHER SISTIVE BARRIER 'I `SIDING TO STUCCO \-WEATHERIESISTIVE BARRIER 02 Ca? FRAME TO FRAME TRANSITION ----------------------------- J' THICK, 3 COAT CEMENT PLASTER METAL LATH <A / E-Z BEAD VINYL CA (WA/8" FLEXIBLE PVC WRB LAY 02, FORTIF15ER 5UILDIN0 PAPER ROD) WRB LATER *I, YUCCO WRAP, WRAPPED AR ND FRAMING MEMBER 6" L A HESIVE FLASHING EATHING T FLOW EXPLODED O R CLARITY TYP �" THICK, 3 COAT CEMENT G BEAD PLASTER SEALANT WINDOW METAL LATH WRB LATER 02, FORTIFIBER UILDING PAPER WINDOW FRAME W D SHEATHING WRB LAYER 01; STUCCO WRAP W WIDE PEEL < STIC OVER FLANGE )OW FLANGE E-Z BEAD VINYL CASING 2X FRAMING j' \ (W/3/8' FLEXIBLE PVC BAG ROD) MEMBER oAPPLY FULL BED OF SEALANT BETWEE ; FLANGE 4 BUILDING WRAP ,% BUILDING ' WRAP ------------- .-- 16-tIF- 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 1ct� U w 0 y 4 F A susaxv ao x.oT: CREEKSIDE LOT 32 PROJECT# 03900.009 MODEr� 4EHB "2605-HAYDEN" GARAGE :'WING: RIGHT PAGE: BEAD WINDOW CASING WALL ASSEMBLY LEGEND DRAINAGE PLANE (WRB LAYER *I, STUCCO WRAP) WRB LAYER *2 (FORTIFIBER ...... — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING OR 1116' ZIP SHEATHING SYSTEM (INSTALLED PER MANUR SPECS.) SELF-ADHESIVE FLASHING DETAILS LyJJJ:JIYILL1]c 60 MPH E ARCHITECT: STATE OF FLORIDA PRINT 05 15 18 DATE: SCALE: 1/4"=1'-0" 81-MET CUT HOUSEWIZ AT 49,' ANra o MODIFIED 11, OUT IN HOUSEWRop LINE OF WINDOW - OPENING APPROVED HOUSEWRAP OVER SHEATHING OVER WD STUD WALL STEP 1 INSTALL b' SELF -SPHERING FLASHING OVER NAILING FLANGE AT JAMM EXTEND FLAf*4M MIN I' BELOW SILL FLEXIBLE FLASHING DO NOT SEAL BOTTOM FIN STEP 6 NOTE: IF ZIF 5H ATH f N 15 IN5TALLED, FfROGEIDUfRES MpMBRy FLASHING OVER JOINT 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 F W in, U W O tj r7 W q W E4 ti svHarv: ao I�oT: CREEKSIDE LOT 32 PROJECT# 03900.009 MODEL• 4EHB "2605- HAYDEN" GARAGE SWING: RIGHT PAGE: WALL ASSEMBL DETAILS: WINDOW FLASHING 60 MPH EXP. ARCHTECT-- STATE OF FLON � T 05/15/18 SCALE: 1/4"=1'-0" SKEET 2xro SUB-BANb W/I "x4" NOTCH a END, WRAPPED IN PEEL E STICK DRIP EDGE 1/8" TEXTURED FINISH im WOOD 1/2' TEXTURED FINISH 's CMU 1\ 1\ I \ 1 \ METAL FASCIA \ WRAP Yell FROM \ STUCCO, I" FROM \\ WOOD WALL \ EXTERIOR WALL \ (FRAME OR CMU) \\ \\ NOTE: NOTCH FOR 2Xro SUB BAND ONLY ( )ELEVATION IrE_�IIL�I-ILr�?Tr 2X6 SUB BAND �t) C�PLAN B 1/8, TEXTURED FINISH a WOOD, 1/2' TEXTURED FINISH a CMU AL LATH SHEATHING { _ WRB LAYER "I, "l STUCCO WRAP (FRAME ONLY) WRB LAYER 02, FORTIFIBER a BUILDING PAPER (FRAME ONLY) ROOF KICK OUT REMOVED FOR CLARITY ROOF DECK (BEYOND) `\ DRIP EDGE, 1" OFF WALL �'I_lTl VNOT INTO STUCCO) S - Ft/a" TEXTURED FINISH /WOOD, 1/2' TEXTURED FINISH m CMU 2xro SUB -BAND W/I'x4" NOTCH m END, WRAPPED IN PEEL E STICK METAL FASCIA WRAP 1" OFF WOOD WALL. SUB BAND 2" OFF WOOD WALL ROOFING CEMENT DRIP EDGE METAL KICK OUT NOTE: IF ZIP SHEATHING PLEASE SEE MAI PROCEDURES PRE-ENG'D TRUSS TO BE CUT 0 WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2 "x4"x4' - 0' SCA55ED TO TRUSS W/12d NAILS roll-8" O.C. MAX. 2x SUB -BAND W/IY"x4" NOTCH 6 END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL (9) WALL SUB BAND DETAIL Cam? WALL W,KIC K— OUT FRAME OR CMU FELT PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4" ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/Klx4' NOTCH a END, WRAPPED IN PEEL E STICK *ROOF CEMENT a ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4" ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/V2"x4' NOTCH tv END, WRAPPED IN PEEL E STICK *ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN 131 LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F 04 U W 0 w A r" a Svsinv. ae LOT: CREEKSIDE LOT 32 PitOJECT# 03900.009 MODEL• 4EHB "2605—HAYDEN" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS: SUB —BAND 60 MPH EXP. C ARCHITECT: STATE OF FLORDA rz%LJm L 05 15 18 DATE: / / SCALE: 1/4"=1'-0" 1 SKEET W A 01" 0 in U) 00 O M CIA w w to 0- i9 O Lo Y 'O O 0 O m 0 p•. 10'-0" T-4„ FM-12X16 to ro (D IN 4" CONC. wLL N I SLAB � w I u�. 1 10'-0" 20'-5" Z U) 28'-2" 9'-3„ #3 TRANSFER STEEL @ 24" O.C. MAX 0'-c FIN. ELEV. co FIN. CONC. SLAB Iw Iu- EXTEND 2.1 SLAB 1 1/2" L — FM-16x16—� — — 9.4' i 0 � N 4" CONC. SLAB -- — — FM-12x16 39'-8" 27'-10" 0'-0" TOP OF SLAB — io TOP OF SLAB T-5" cmi 15'-4" 9 --� CW-12x12 1.1 L — — EXTE F-2 24 o SLAB 1 1/2" CWC-12x12 _ UP TO 2ND FLOOR (FIELD VERIFY 8 EXACT LOCATION) x NI (DI N� II 11 I�I I 2'-10" n 7,_6„ " — Nr ,1 6,_8„ 39'-8" 16-0" 20'-4" 21'-8" FOUNDATION PLAN SCALE: 1/4" = V-0" C� i 4" PVC CHASE 11'-10" UP TO 2ND FLOOR (FIELD VERIFY EXACT LOCATION) 8 1.1 11 1.1 J 3'-0" 2 Ire co U LL LL T-10" 3 FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +-Y-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +4-0", SEE SURVEY PLOT FOR NGVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES, TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE VVINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.MINDICATED #5 BAR, OINDICATES #6 BAR,ENDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 900 HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30", #6 =36"), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF, TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I. 530-13/ASCE 5-13, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 530-13/ASCE 5-13, USING: F'm = 1,500 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER OF SLAB SUPPORTED 3'-0" O/C MAX. SEE PLAN FOR VWVM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 6th EDITION SLAB SCHEDULE SLAB THICKNESS REINF. REMARKS 6x6 W1.4xW1.4 OVER GENERAL 3 1/2" 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS, SAME SIZE QUANTITY AS BARS IN FOUNDATION, WITH 30" LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF TOP REINF. T.O.F. SHORT LONG FM-12x16 12" CONTINUOUS 16" (2)#5's (+)0'-0" FM-16x16 16" CONTINUOUS 16" (2) #5's FM-20x16 20" CONTINUOUS 16" (2) #5's FMC-16x16 16" CONTINUOUS 16" (2)#5's #5INCURB VARIES CW-12x12 12" SEE PLAN 12" (2) #5s CWC-12x12 12" SEE PLAN 12" (2) #5's #5 IN CURB VARIES F-24x24 24" 24" 12" 2) #5's (2) #5's 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F 1-4 0 y A Ell S U19DIV. 8o LOT: CREEKSIDE LOT 32 PROJECT# 03900.009 MODEL: 4EHB "2605—HAYDEN" GARAGE SWING: RIGHT PAGE: FOUNDATION PLAN 60 MPH EXP. rARCHITECT .STATE OF FLORIDA L fDST 05/15/18 SCA.LE:1/4"=l'-0'll SHEET s l II STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND } SPACING REQUIREMENTS H X F- �� mW m U va �U)i U 8" CMU WALL O _ 0 TOP OF SLAB I / a SEE SLAB SCHEDULE 4 a 4" CHAMFER (1-STORY) 6" CHAMFER (2-STORY) Z • • SEE SCHEDULE FOR WxD, BAR SIZE iv AND BAR QUANTITY BAR SIZE 48 BAR DIA. #3 18" #4 24" #5 30" #6 36" #7 42" EXTERIOR MONO -FOOTING SCALE: 3/4"=1'-0" BOLLARD LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. LAP TO OCCUR OVER STUD 2x4 OR 2x6 WOOD BEARING - WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE 3 1/2" DIAMETER CONC FILLED STEEL PIPE F4 6x6 METAL PLATE BASE W/ 1/2"x6" ANCHOR BOLTS SCALE: 3/4"=1'-0" VERIFY HEIGHT OF WALL W/ PLAN PROVIDE BLOCKING SECURE BT. PLATE TO SLAB W/1Ad MASONRY NAIL 16" O/C STAGGERED. STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS 8" CMU WALL SEE SLAB SCHEDULE 4" CHAMFER (1-STORY) 4 CHAMFER (2-STORY) r6" E SCHEDULE WxD, BAR SIZE BAR QUANTITY EXTERIOR MONO -FOOTING TOP OF SLAB TOP OF GARAGE @ GARAGE SCALE: 3/4"=1'-0" W _J ❑ a- j NEW REINF. BAR O a 4J SECURED W/2-PART d EPDXY. MIN. EMBED J Q 8", UNO Q 0 FOLLOW ALL MANF, T_ FOR QSPECIFICATIONS 10 USE AND F 0o PREPARATION OF v HOLE. Z Lu 4" CHAMFER (1-STORY) 6" CHAMFER (2-STORY) ADDING BAR TO MONOLITHIC FOUNDATION SCALE: 3/4"=1'-0" STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS ¢a ❑r L mW 00 J O cM 8" CMU WALL TOP OF SLAB SCHEDULE J a a F EE SLAB SCHEDULE Z_ Q _ 'ISOLATED'COLUMN PAD -� CENTERED UNDER WALL AND • • ° POURED MONOLITHICALLY WITH - OUNDATION AND SLAB SEE SCHEDULE • • 4 " FOR WxD, BAR SIZE OR WxD, BAR ZE AND BAR QUANTITY AND BAR QUANT Y C INED EXTERIO MONO - INTERIOR FOUNDATION WOOD WALL F TING AND COL. PA SCALE:314"=1'-0" (NO UPLIFT) 10 SCAL /4"=1'-0" 30" MIN. EACH WAY MONOLITHIC FOOTING v ° v c f-r— FFM CORNER BARS, SAME SIZE AS BAR IN WITH 30" G EACH SO THAT THE STEE STEEL NFDE S CONTINUOUS SWAY AT ALL MATCH AMOUNT OF CONTINUOUS BARS v � I" CONTINUOUS STEEL MONOLITHIC b FOOTING REINFORCEMENT SEE SCHEDULE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST NUMBER OF BARS (ie 2 TO 3, PROVIDE 2 BARS), UNO MONOLITHIC FOUNDATION CORNER BARS DETAIL LAP TOP PLATE A MIN. OF 48" ND NAIL W! 16d COMMON LS, 2-ROWS, 4" O/C BTM. LA O OCCUR OVER STUD 2x4 OR 2x OOD BEARING - WALL W/ SY No 2 STUDS SE LANS FOR SPACING. SINGLE M. PLATE TO BE PT. PROVIDE TOP PLATE USP SPTH4 OR SPTH6 BTM AND TOP PLATE ANCHORS W/ 10d x 1 1/2" COMMON NAILS FILL ALL HOLES, DO NOT USE 10dx3" SCALE: 3/4"=1'-0" VERIFY HEIGHT OF WALL W/ PLAN PROVIDE BLOCKY T. P E TO SLAB W/ E ANCHOR W/ 2" T IN HIGH STRENGTH /2" EMBED. MIN. @ 16" OC SLAB SCHEDULE �r SLAB a a m s 0 a ° • a a • EQ. EQ. SEE S EDULE FOR WxD, SIZE AND BAR QUA ITY TERIOR CURB FOUNDATION WOOD 7 SCALE:3/4"=1'-0° (W/ UPLI POURED LINTEL CONT. (TYP ) p. 8" CMU FILLED CELL (TYP.) 2X WALL FRAMING 1/2" DIA. USP 7250SD BOLTS 6" MINIMUM EMBEDMENT INTO GROUTED CELL, 4" FROM ENDS AND 16" O.C. VERTICALLY MAX INTERIOR FRAME BRIG WALL TO BLOCK WALL CONNECTION SCALE: 3/4"=V-0" RECESS AROUND GARAGE DOOR OPENING LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. LAP TO OCCUR OVER STUD 2x4 OR 2x6 WOOD BEARING - WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE co w OFSLAB n ' a • a ° SCALE: 3/4"=1'-0" VERIFY HEIGHT OF WALL W/ PLAN PROVIDE BLOCKING SECURE BT. PLATE TO SLAB W/10d MASONRY NAIL 16" O/C STAGGERED. E SLAB SCHEDULE RB FOR SONRY ITS SET ELEV: 1„ EQ. EQ. EE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY L sz INTERIOR CURB FOUNDATION WOOD WALL J�HL t: J/4' = I -U (NO UPLIFT) 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 W r7 91 V W 0 U y A Ems. 4 C1 Z svea� a zoT: CREEKSIDE LOT 32 PROJECT# 03900.009 MODEL: 4EHB "2605—HAYDEN" GARAGE SWING: RIGHT PAGE: DETAILS �60 MPH EXP. C ARCHITECT- STATE OF FLORIDA DATE: 05/15/18 SCALE: 1/4"=1'-0" SHEET S1oI STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND z SPACING REQUIREMENTS STEEL REINFORCING IN GROUTED MIN. 10" T EAD W/+1" NOSE CELL SEE PLAN FOR SIZE AND Q a z — SPACING REQUIREMENTS o > 8" CMU WALL PAVERS +- 0'-011 #4REBAR ) +_ 0'-0" Q ~ C0 U to Q a 8" CMU WALL TOP OF SLAB a TOP OF SLAB SEE SLAB SCHEDULE m U Z ° 1/2" RADIUS OR CHAMFER b 4 � � o- O SEE SLAB SCHEDULE z Lu O o ° ° 4 TOP OF SLAB a' SEE SCHEDULE w w d ° a4 a ° FOR WxD, BAR SIZE � w z w _ • a AND BAR QUANTITY LZ > g O ° ° • ° o° EE SCHEDULE C4 W m O EQ. EQ. SEE SCHEDULE FOR WxD, BAR SIZE -� FOR WxD, BAR SIZE AND BAR QUANTITY AND BAR QUANTITY RENCH FOOTING IOR STAIR DE IL INTERIOR CURB FOUNDATION CMU WALL INTERIOR FOUNDATION CMU WALL )!A 2 3 4 T ALL PAVER AREAS SCALE:1/2"=1'-0' ALE:1/2"=1'-0" SCALE:3/4"=1'-0" SCALE:3/4"=1'-0" AP TOP PLATE A MIN, OF 48" NAIL W/ 16d COMMON NAI 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP T CCUR OVER STUD OF WALL W/ PLAN 2x4 OR 2x6 W D BEARING PROVIDE BLOCKING WALL W/ SYP No TUDS SEE PLANS FOR SPACIN SINGLE U BT P E TO SLAB W/ BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLAT 1/ "x9" E ANCHOR W/ 2" A ET IN HIGH STRENGTH E A/2" EMBED. MIN. @ 16" USP SPTH4 OR SPTH6 BTM O AX. AND TOP PLATE ANCHORS W/ 10d x 1 1/2" COMMON NAILS 10 FILL ALL HOLES, DO NOT USE 10dx3" SEE SLAB SCHEDULE TOP OF SLAB a a ° ° • a SEE S EDULE FOR Wx0, SIZE AND BAR QUA TY INTERIOR FOUNDATION WOOD WAL 5 SCALE:3/4"=1'-0" (W/ UPLIFT) 1441 N. RONALD REAGAN Bl LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F W U W W C F 6.4 ti MOM 8c LOT: CREEKSIDE LOT 32 PROJECT# 03900.009 MODEL• 4EHB 2605- HAYDEN" GARAGE SWING: RIGHT PAGE: DETAILS V60 MPH EXP. C ARCHITECT - STATE OF FLOR#DA 05/15/18 I SCALE: 1/4"=1'-0" SHEET S1, 1 B i i LL 24'-4" 17'-8" 12'-0" 2'-4" 28'-2" 29'-4" 36'-2" 37'-6" 0 'v CV N C9 m o 0 N 0 b M M co N V N zo 17'-6" 13'-4" E FD 10'-0" FIRST FLOOR DOWEL PLAN SCALE: 1/4" = 1'-0" 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.a bdesigngrou p.com AA #: 0003325 F W Cal W ti W A F su]9DIV. ae LOT: CREEKSIDE LOT 32 PROJECT# 03900.009 MODEL: 4EHB "2605—HAYDEN" GARAGE SWING: RIGHT PAGE: FIRST FLOOR DOWEL PLAN 60 MPH EXP. ARCHITECT- STATE OF FLORIDA DAATTE: 05 /15 /18 SCALE: 1/4"=1'-0" SKEET S1.2 F;l� C6 TIE VERTICAL REBARc TO HORIZONTAL REBAR W/ 10" HOOK Z GROUTED BOND BEAM i14 VARIES PER ELEV. r — 4 Z ° ° ° a a a 4 d a ° a r N f r d° aQ a a a ° J o °, ¢ p CLEAN OUT REQUIRED w FOR INSPECTION m O M 0'-0" FIN. FLR. TIE VERTICAL REBAR TO HORIZONTAL a e REBAR W/ 10" HOOK —e— a BAR SIZE 48 BAR DIA. #3 18" #4 24" #5 30" #6 36" #7 42" TIE VERTICAL REBAR TO HORIZATIONAL REBAR W/ 10" HOOK GROUTED BOND BEAM VARIES PER ELEV. a a 4 q a a ° ° a J V W 7 ° 10" HOOK O a 0 0 ch cr)11 � ° a d a ° a a °�- — -4 a 4 a � � a ¢ a m co c - p a � tryS a ° OFFSET METHOD CONTINUOUS METHOD HORIZONTAL/VERTICAL HORIZONTALNERTICAL REINFORCING 2 REINFORCING #5 BARS Fo 8" w C) 0 0 m ❑ O OU m co V-0" . O CMU UNIT DIMENSIONS oMASONRY SYMBOLS SCALE:3/4"=1'-0" SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0" BAR SIZE 48 BAR DIA. #3 18" #4 24" #5 30" #6 36" #7 42" 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com l AA #: 0003325 F Aq Q a F 4 ti S V�aV1 -• �i Twov; CREEKSIDE LOT 32 PROJECT# 03900.009 MODE1. 4EHB "2605-HAYDEN" GARAGE S WIxG: RIGHT PAGE: DETAILS 60 MPH EXP. ARCHITECT- STATE OF FLORIDA D �T 05/15/18 SCAIM: 1/4"=1'-0" SHEET S1. 2A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP DTC W/ (13) 10d x 1 1/2" HDG NAILS. SMALL JACKS < 9' MAY BE NAILED W/ (10)d x 1 1/2" HDG NAILS, CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ' x 2 7/8" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK SIZE & REMARK DESCRIPTION 0 (2) 2X8 BEAM SCHEDULE RRRRRM INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / T.O.A. = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION Pc (PSI) SIZE W'xH' REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 8x16 - (1) #5 (1) #5 N/A GROUTED SOLID BB2 MASONRY 3000 8x8 - (1)#5 - N/A GROUTED SOLID "CAST-CRETE" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL 8" PRECAST & PRESTRESSED LOADS FOR U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS CSAFE LOAD -POUNDS PER LINEAR FOOT SAFPILOAD SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH I8F8-0B 8U8 8F12-0B BF16-OB OF20-OB 8F24-08 BF28-OB BF32-OB TYPE LENGTH 8U8 8F8 RGMU TYPE LENGTH BFB-1T BF12-1T BF16-1T 8F20-IT 8F24-iT BF28-1T 8F32-1T 8F8-iB 8F12-1B BF16-1B 8F20-1B 6F24-1B BF28-1B BF32-18 8F8-2T 8F12-2T BF16-2T 8F20-2T BF24-2T BF28-2T 8F32-2T 3'-6" (42") PRECAST 2231 3069 3719 5163 6607 8054 9502 10951 3'-6° (42") PRECAST 025 024 598 3'-6" (42') PRECAST 1569 2655 3524 4394 5263 6132 7001 3069 4605 6113 7547 8974 10394 11509 1569 2655 3524 4394 5263 6132 7001 4'-0" (48") PRECAST 1966 2561 2751 3620 4890 5961 7034 8107 4'-0" (48") PRECAST 765 763 1309 4'-0" (48') PRECAST 1363 2305 3060 3815 4570 5325 6079 2693 4605 6113 7547 8974 10394 11809 1363 2305 3060 3815 4570 5325 6079 4'-6" (54") PRECAST 15gg 1969 2110 2931 3753 4576 5400 6224 4'-6" (54") PRECAST 592 591 1073 4'-6" (54') PRECAST 1207 2040 2707 3375 4043 4711 5379 2189 4375 6113 7547 F)l 8672 1 10294 11809 1207 2040 2707 3375 4043 1 4711 5379 5'-4" (64") PRECAST 1217 1349 1438 1999 2560 3123 3686 4249 5'-4" (64") PRECAST 411 411 745 5'-4" (64") PRECAST 1016 171511) 2276(4) 2838 3399 3961 4522 1663 3090 5365 7547 s 7342,, 8733 s) 10127,y 1016 1715 2276 2638 3399 3961 4522 5'-10" (70") PRECAST 1062 1105 1173 1631 2090 2549 3009 3470 5-10" (70") PRECAST 340 339 616 5-10" 70' PRECAST ( 909 1567,a) 208 ,3 2593 3107 3620 4 4133 ; 1451 2622 4360 71684s 6036„,, 7181p3, 8328 , 929 1567 2080 2593 3107 3620 4133 6'-6" (78") PRECAST 908 1238 2177 3480 3031 3707 4383 5061 6'-T (78") PRECAST 507 721 490 6'-6" (78") PRECAST 835 ,2 14072s) 186 2, 2329.,0 2790„6 3251(,4) 3712p2) 1238 2177 3480 5381 8360 1039Q3,) 88251i4) 835 1407 1868 2329 2790 3251 3712 7'-6" (90") PRECAST 743 1011 1729 2632 2205 2698 3191 3685 T-6" (90") PRECAST 424 534 363 T-6" (90") PRECAST 727 _� 1065, 1624 , 2025,2a 2426 e 2827,2 322614 1011 1722 2661 3898 5681 8467,", 6472,is, 727 1224 1624 2025 2426 2827 3228 9'4' (112') PRECAST 554 699 1160 1625 2564 3486 2818 3302 9-4' (112') PRECAST 326 512 230 9'-4" (112') PRECAST 591 70825 1136341 147404 181534 215734 250034) 752 12,45 1843 2564 3486 47050, 6390 en 591 862 1318 1643 1969 2294 2619 10'-6" (126') PRECAST 475 535 890 1247 2093 2777 2163 2536 10'-6" (12T) PRECAST 284 401 ISO 10'-6" (126") PRECAST 530 575,24 916s.3 118833 1461� 1736� 2011 33) 843 1052 1533 2093 2781 36430�r2883 530 695 1180,a� 1472 tm 1763 2055 2346 11-4' (136') PRECAST 362 saz gas 368 sae 2423 3127 11'-4" 136' PRECAST ( 260 452 154 11'-4" 136' PRECAST ( a74 SD4,� Eoo)3n 1037 z, 127a,3z) 15130z, n53,3z, 582 945 1366 1846 2423 3127 607 1042„) 1372p,) 16430) 1915 ,6, 2187 s, 12--0" (144') PRECAST 337 54D E73 1254 lsea 2193 zeos 12--0" (144') PRECAST 244 402 137 12'-0" (144') PRECAST 4592s 724(31) 938 32 1153r32 t3690a, 1565�, 540 873 1254 1634 2193 2805 550 940„o) 1302,1s 1560„3) 181Btn) 2075!10) 13'-4" (160") PRECAST 296 471 755 076 taza 836 2316 13'-4" (160') PRECAST 217 324 110 13'-4" (160') PRECAST 368 60700 766 30) B640o) 11433, 13230,) 471755 1075 1428 183E 2316 R428 460 780 s) 1159 -, 1418(2D) 1653,9) 1887„n14--0" (168') PRECAST 279 424 706 1002 1326 1697 2127 14--0" (168') PRECAST 205 293 100 14'-0" (168') PRECAST 3581zn 560 29 724 so 889 30 1054so 122000442 706 1002 1326 1697 2127 2630 425 717 ,F 10632n 1358� 1582121 1807(2,) 14'-8" (176') PRESTRESSED N.R. NR NR NR NR NR NR NR 14'-8"(176') PRESTRESSED N.R. 284 91 14'-8" (176') PRESTRESSED 334 (2 , 520 L2 672, 825 29) 978 29 1131001 458 783 1370 1902 2245 2517 2712 246 395 6603 , 980(m) 1303(2s) 1518125 1734¢4, 15'-4" (184') PRESTRESSED N.R. NR NR NR NR NR NR NR 15'-4" (184') PRESTRESSED N.R. 259 83 15'-4" (184') PRESTRESSED 224 3131�n aes(.� 627,z3, 769� 911r�r 105a;zw 412 710 1250 1733 2058 2320 2513 230 358 616 , 908 (2o) 1240as) 1460(22) 16681:6 17'4" (208') PRESTRESSED N.R. NR NR NR NR NR NR NR 17'4" (208') PRESTRESSED N.R. 194 64 17'-4" (208') PRESTRESSED 187 263 „s, 405,E 521 ,2a 638 (,) 756 an 873 J7, 300 54E 950 1326 1609 1649 2047 192 306 506 P) 740 ,e 10050 127131 14730,) 19'-4" (232") PRESTRESSED N.R. NR NR NR NR NR NR NR 19'-4" (232') PRESTRESSED N.R. 48 52 19'-4" (232") PRESTRESSED 162 229 m 348 2s 447 21 547 25 647 25 747 251 235 d20 760 1037 126E 1515 1716 186 263 429 623 ( 8) 641 ze 1059 so 1227 so 21'-4" (256) PRESTRESSED N.R. NR NR NR NR NR NR NR 21'4" (256') PRESTRESSED N.R. 125 42 21'-4" (256') PRESTRESSED 142 204 ,s 307 � 393 23 480 23 568 (21) 655 )24 180 340 598 945 1114 1359 1468 142 232 373 m 537 17) 721 25 905,2s 1048(29 22'-0" (264') PRESTRESSED N.R. NR NR NR NR NR NR NR 22'-0" (264') PRESTRESSED N.R 116 40 22--0" (264') PRESTRESSED 137 197„s, 29522) 379p3, 462,E 546,2,� 6302,,. 165 315 550 784 1047 1285 1399 137 223 358 513 ,n 688 as 863 28 999 21 24'-0" (288') PRESTRESSED N.R. Nft NR NR NR NR NR NR 24'-0" 288' PRESTRESSED ( ) N,R, 91 33 24'-0" 288' PRESTRESSED ( ) 124 179,s> 67 2p,) 342 2n 416(n) 492 (11) 587 22 129 250 450 654 884 109E 1222 124 202 319 !n 455 ,5 608 2„ 757 m 876 03 (#) THE NUMBERS IN PARENTHESIS REDUCTIONS FOR GRADE 40 FIELD ARE ADDED PERCENT REBAR (#) THE REDUCTIONS NUMBERS IN FOR GRADE PARENTHESIS 40 ARE FIELD ADDED PERCENT REBAR. - ALL VALUES TAKEN FROM "SAFE LOAD TABLES" BY CASTCRETE MAY 2015 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE - ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE MINIMUM 4" OF BEARING PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P, CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE #: 16-0126.03 .-. (co •.' .�, p•. ,O• .. 8F32-1 T/l M/OB 8F16/lT/OM/OB 8F16/lT/OM/OB 00 8F32-1 T/l M/OB UNO, PROVIDE BB1 WHERE TRUSSES BEAR OF WALL EL. 8'-8" FIRST FLOOR LIFT BEAM PLAN SCALE: 1/4" = V-0" 1441 N. RONALD REAGAN Bl LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 r7 U W 0 W A F SUHDIY. & LOT: CREEKSIDE LOT 32 PROJECT# 03900.009 MODEL.• 4EHB .'2605-HAYDEN" C3 ARAGE SWING: RIGHT PAGE: FIRST FLOOR LIFT BEAM PLAN AND NOTES 60 MPH EXP. ARCHITECT- STATE CIF FLORI©A T"0 : 'i, . �',. rX%A.n 1 DATE: 05 15 1$ SCALE: 1/4"=1'-0" SHEET S 2 NOTES TO THE INSPECTOR/CONTRACTOR TYP.8'W" 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 1#5 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. 3. MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING�c PLACE STEEL HEIGHT. REINFORCING (1-2)4, THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. THE LAST TYP. 8"x16" 1#5 \ (p �P\ / 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM / BOND BEAM #5 CORNER BAR W/ 30" LAP FOR EACH 0COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS 1#5 COURSE OF BOND BEAM THROUGH / THE / TOP OF THE LINTEL. 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. VERTICAL REBAR W/ 10" HOOK 5 �G 8x16 DEL. BOND TOP OF BEAM W/ (1) #5 BAR BOND BEAM EACH COURSE •\O O 8x8 BOND BEAM TOP OF • OQ�G�\� W/ (1) #5 BAR : • F = FILLED W/ GROUT BOND BE 30 TYPICAL O .�� U =UNFILLED GROUT SOLID FROM TOP NOMINAL LINTEL TO TOP OF BOND OF OPENING #5 BAR IN BOND BEAM WIDTH # OF #5'S, IN 2ND BOND BEAM BEAM COURSE � SEE NOTE 5 16-1 T/ 1 M/0 B 8x8 PRE -CAST CONCRETE NOMINAL LENGTH OLINTEL W/ F BARB WIDAR LTHOF MASONRY P HEIGHT # OF #5'S, TOP 8 /4OF CORNER OPENING - 2" BOND BEAM COURSE BEAM DESIGNATION OR 2 REINFORCING O F BOND BEAM IT IS THIS ENGINEER'S INTENT #5'S, BOTTOM 8x8 PRE -CAST CONCRETE THAT XFXX - 1 T/1M/0B INDICATES A DOUBLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (L1) REFER SCALE: 3/4"=1'-0" AND XFXX - 1T/0M/0B INDICATES A SINGLE BOND BEAM TO PLAN FOR LOCATIONS TOP OF OPENING PRECAST HEADER(MIN) SINGLE BOND BEAM 2x4 (MIN 2 X 3) 1-3/16 AT HIGHER ELEVATION TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD WINDOW SIZE .300 MIN EMBEDMENT 1 SINGLE BOND BEAM 1/4") 8" FROM EACH END AND AT LOWER ELEVATION 18" O.C. MAX. MIN 1-1/4" _ EMBEDMENT #5 BAR BENT AS SHOWN 3 1/4" 2x6 (MIN 2 X 3) 2-3/16 TAPCON a PRE -CAST a v WINDOW a OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 SILL MIN EMBEDMENT 1 114") 8" SLOPE FROM EACH END AND 18" J� M O.C. MAX. MIN 1-1/4" EMBEDMENT 0 2x8 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN OPEN FACE SHELL SO SHANK SIZE.145 MIN HEAD AS TO ALLOW BENT SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING BAR TO BE PLACED IN 1/4") 8" FROM EACH END AND SECURE TO SHEATHING W/ UPPER AND LOWER #5 MIN. REQUIRED IN MIN 1-1/4" MIN. 2-12d PER BILK. EA. END vi BOND BEAM EACH CELL HOOKED IN EMBEDMENT TOP BOND BEAM W/ 7/1 SHEATHING STANDARD ACI HOOK TYPICAL MASONRY WINDOW CMUWALL ALL SILL CONSTRUCTION CORNER BARS ARCHWAY FRAMING DETAIL AT CORNER STEP 5 3 SCALE:3/4"=1'-0" SCALE: 3/4"=T-0" i PROVIDE 3" DIA. HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL. � I I I II SINGLE #5 CORNER BAR, 30x30 TURNED UP 'o ��O OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM 00 a I II II II 8x8 CMU PIER m4lPROVIDE #5 BAR / W/ SINGLE REINF. BAR, SEE PLAN. AT EACH SIDE I) ENSURE THAT PIER GROUTS BENEATH STEEL REINF. OF OF ELEVATION LINTEL. BOND. BEAM CHANGE CHANGE IN / u ELEVATION OF BOND BEAM 7 SCALE: 3/4"=1'-0" SINGLE LINTEL, MULTIPLE OPENINGS � SCALE: 3/4"=1'-0" 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com l AA #: 0003325 W rh U w Is 0 r7W Q iw. 4 F: SVHDIV. de LOT: CREEKSIDE LOT 32 PROJECT# 03900.009 MODEL: 4EHB "2605-HAYDEN" GFARAGE SWING: RIGHT PAGE: DETAILS 60 MPH EXP. C ARCHITECT -- STATE Cr- FLORIDA r� v a 05/15 18 DATE• / SCALE: 1/4"=1'-0" SHEET S 2 e I -` Fll mac. C��, FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP DTC W/ (13) 10d x 1 1/2" HDG NAILS. SMALL JACKS < 9' MAY BE NAILED W/ (10)d x 1 1/2" HDG NAILS, CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0 FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. COLUMN SCHEDULE MARK SIZE & BASE PLATE OR REMARK DESCRIPTION REINFORCEMENT WD-1 4X6 (3 y"x5 Y") SYP. PAU46 W/5/8" DIA x 5" 5/S3.1 A PT., WOOD POST EXP. BOLT GIRDER TO CMU WALL W/USP LGUM28-3 W/(4)%"x4" WEDGE BOLTS AND (4) WS3 WOOD SCREWS TO GIRDER Is 2-PLY G: 4922 LBS 1-PLY U: 345 LBS G:1709 LBS 3 u II u 1-PLY } = II = D U: 432 LBS G:164 LBS 1 A GT3.1� ju 177=1`1=77777- II IIIIII II I71-� II II I (I I I I I I I I I I I I I 3.1 II II II II II II II II II II II II II II IIII II II II II I I jII' III I I I I I I I I I I I I I I I I I II ,IIII I I I I IIII ,JII, III I I I I I I I I I II I I I II II I II II II II II II 1 I II II II II II 11 S3.1B 2x4 _ II II � II II III III IIII IIII IIWOOD I I OO D WALL W SYP. NO.2 2x4 MOD STUDS @ SYP. NO.2 WAW/ 12" O.0C. 12" O.C. LVL oil I I __jSTUDS @2-PLY G5326 LBS 431 DBLS � IITII UD/ I II I IIIIIIIIIIII IIIIIIIIII II IIIIIIII 4 II IIIIIIIIII II IIIIIIII II IIIIIIII 3.1B II II II II II II II II II II q II II II II II II II I II II 3.1 10E j 11 II II II II 11 II II II II- 3.1 - II PRE -FABRICATED FLOOR TRUSSES @ 24" O.C. rl�r I l�r 11�T -11�r -I II I I I I I I <<I I I I 3.1 B I I I I I I I I u------�---- T II II II II II II I 10E I II II - -31 10A 3.13.1AA �III - -- - II _ _7-n.. II II IIII FIRST FLOOR FRAMING PLAN SCALE: 1/4" = V-0" n 7 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 W U N 0 W O F mop STJHDiv. ee LAT: CREEKSIDE LOT 32 PROJECT# 03900.009 MODEL: 4EHB '2605—HAYDEN" GARAGE SWING: RIGHT PAGE: FIRST FLOOR FRAMING PLAN 60 MPH EXP. C ARCHrrE-CT- - STATE OF FLORIDA DAATTE: 05 /15 /18 SCALE: 1/4"=1'-0" SHEET S Fjle 77 vw PLYWOOD SHEATHING, SEE A-USP DTC TRUSS ANCHOR "ROOFMALL/FLOOR B-(1) USP DTHA20 TRUSS ANCHOR (1 PLY) SHEATHING WITH (18) 10d x 1 1/2" TO TRUSS PLYWOOD SHEATHING, SEE ENGINEERED WOOD FASTENER SCHEDULE" # 1175 UPLIFT USP C- (2) USP TA20R TRUSS ANCHORS (2 OR "ROOF/WALL/FLOOR TRUSSES @ 24" O/C, HTWM20 W/10 10d TO MORE PLY) WITH (10) 10d x 1 1/2" NAILS TO SHEATHING SUBMIT SHOP DRAWINGS TRUSS AND (4) 1/4"x 2 1/4" TRUSS.PROVIDE 5" MINIMUM CONCRETE FASTENER SCHEDULE" FOR REVIEW TAPCONS TO CONT EMBEDMENT. DBL STRAP, 1 EACH SIDE ANDAPPROVAL POURED LINTEL WRAPS UP AND OVER TRUSS (NOT SHOWN) (2) USP TA20R TRUSS # 1900 UPLIFT (2) USP ANCHOR WITH (16) 10d HTWM20 INSTALLED ON PRE-ENG TRUSS x 1 1/2" NAILS TO OPPOSITE FACES OF TRUSS. PROVIDE 5" BLOCK WALL W/10 10d TO MINIMUM CONCRETE TRUSS AND (4) 1/4" x 2 1/4" EMBEDMENT, DBL TAPCONS TO CONT CONTINUOUS BOND BEAM 2x WOOD FASCIA SEE STRAP, 1 EACH SIDE ARCHITECTURAL 2x6 WRAPS UP AND OVER POURED LINTEL SECURED W/ (2) 16d TRUSS (NOT SHOWN) (1A) USP RFUS STEEL CONNECTOR GALV. COMMON NAILS. ENGINEERED WOOD USED IN CONJUNCTION WITH (4) 3/4"x6" WEDGE BOLTS AND lx2 SECURED W/ 10d TRUSSES @ 24" O/C, WITH HEAVY UPLIFT (12) WS3 SCREWS GALV. COMMON NAILS SUBMIT SHOP DRAWINGS CONNECTOR (2B) USP USC** WITH (2) 3/4"x6" WEDGE 12" O/C FOR REVIEW ANCHORS AND (8) 16d NAILS AND APPROVAL 2x WOOD FASCIA SEE (2C) USP USC** WITH (4) 3/4"x6" WEDGE ARCHITECTURAL 2x6 ANCHORS AND (8) 16d NAILS SECURED W/ (2) 16d MASONRY BOND BEAM GALV. COMMON NAILS. IF 4 BOLTS ARE USED SEE SCHEDULE 1x2 SECURED W/ 10d MASONRY BOND BEAM ENSURE THAT CELLS ARE GROUTED A ALLOWABLE UPLIFT = 1825 LBS (1 STRAP) (1 OR MORE PLY) GALV. COMMON NAILS SEE SCHEDULE SOLID, 8" EACH WAY OF BOLTS TAP CONS MIN. 2" B ALLOWABLE UPLIFT = 2430 LBS (1 STRAP) (1 PLY) 12" O/C A ALLOWABLE UPLIFT = 7910 LBS (4 WEDGE BOLTS IN RFUS) COVER 2" APART C ALLOWABLE UPLIFT = 2410 LBS (2 STRAPS) (2 OR MORE PLY) UPLIFTB ALLOWABLE C ALLOWABLE UPLIFT = 122543 LBS (4 WEDGE BOLTS) REPAIR OF MULTIPLE 1a 1b 1c TYPICAL TRUSS/ TYPICAL ROOF MISPLACED EMBEDDED TRUSS ANCHOR SCALE:3/4"=1'-0" SS(FyI6­IRD`ERONNECTOR(S)SCALE:3/4"=1'-0" SCALE:3/4"=1'-0" GIRDER CONNECTOR(S) 3!4" T & G SUBFL(2) 2X4 No.2 SYP DIALOOR GLUED AND BRACE W/ (3) 12d @ EA. 2x4 BLOCKING BETWEEN SCREWED AS PER SCHEDULE TRUSSES WHERE TRUSS (DIAG. BRACE TO X BRACING IS PRESENT AT LSTA12 20 GAUGE COVER 5 TRUSSES) 4'-0" O.C, (AT SHEATHING W/ 10dxl/2 HPG COMMON NAILS. SEAMS) PER ELEVATION @ EACH END TOTAL OF 10 30--1 TO 60'- (1) "X" BRACE 6'-0" MAX 30'-1" TO 60'-0 (3) "X" BRACE FLOOR SEE PLAN (1) "X" BRACE @ CENTER SECURE 2x8 PT. PLATE GIRDER FOR LOCATION (2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 2" �c FROM CENTER TO END. WASHER SET IN HIGH 2x WOOD FASCIA, STRENGTH EPDXY 6" SEE ARCHITECTURAL MIN, EMBED. AT 32" OC PER ELEVATION �— 1x4 DIAGONAL MAX BTM. CHORD PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 PRE-ENG FLOOR TRUSS BRACING, SEE P.T. PLATE W/ 12d's 8" PLAN FOR LOCATION STIFFBACK AS PER O.C. MAX 5/8" GYPSUM BOARD OR 1/2" HIGH o 7 U a MAY NOT BE STRENGTH CLG. BOARD iv ii REQUIRED TRUSS ENG) -CONT. 2x4 SECURED W/ fn SECURE TRUSS TO TOP PLATE w/ (2) T 1O BEE I @ EACH TRUSS 16d TOENAILS IL TO @ BTM. CHORD OF 10'-0" O.C. MAX, DOUBLE TOP PLATE HTT4 W/ 5/8" A.B. WITH WOOD ROOF TRUSSES MIN 7" EMBEDMENT TO SLAB & (20) 16d x 2x4 OR 2x6 WOOD BEARING 2-1/2" NAILS TO POST_ SEE SCHEDULE FOR WALL W/ SYP No 2 STUDS SEE POST TO SIT DIRECTLY BOND BEAM REQ. PLANS FOR SPACING. SINGLE ON SLAB BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE PROVIDE BLOCKING a, a lx4 BTM. CHORD END WALL OR OTHER 1/2" GYP. WL. BC). BRACING 6'-0" O/C END TYPE CONDITION, IF MAX., SECURED W/ DEPICTED SEE PLAN a (2) 10d COMMON a NAILS AT EACH CHORD BTM. CHORD BRACING BLOCK WALL W/ GABLE END INTERSECTIONTYP. 6 SCALE:3/4"=1'-0" 7 PRE—ENG'D TRUSS SCALE.3/4"=1'-0" a °� GIRDER/WOOD POST CONNECTIONS ° a ° ,0 a 9. FLOOR TRUSS CONNECTION @ L.B.W. 4 SCALE: 3/4"=1'-0" SEDGE CENTRAL (NO UPLIFT) SPACING SPACING SEE SEE TRUSS BRG. OR BTM. CHEDUL SCHEDULE SHELT FRAMING PLAN RI 6" 7" 7" 6" 7" 7" �, 5" 5" 5" Ci 4 - r: p THE USE OF ALTERNATE MATERIALS MAY BE NOTCH DEPTH 1/4*D Ci SEE SCHEDULE FOR BOLT SIZE SEE LEDGER SCHEDULE O w 5 1/2" MIN. EMBED. (TYP) HOLE EDGE>5/8" USED SO LONG AS THEY CONFORM TO THE �H05ED GMLESTUD ILA� GROUTEDCELS,8"ALLL1. ENSURE THT FXP. OAROUNDBOLT.LTS ARE EDINTO FOLLOWING UU IER 113 OF 1,0 L. n" over 1 o 1 v I'ry � VVn.'i� 3. EXP. BOLTS SHOULD NOT BE ANY CLOSER 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS SPAN ONLY A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS D/E C A g THAN 6" O/C. EQUIVALENT OR GREATER UPLIFT AND LATERAL )HOLE EDGE >5/8° 4. IN LIEU OF HILL"I PAPS, 1/4" DIA, x 3" MASONRY UL AND F2 LOAD CAPACITIES A -USP THDH26 G < 1200 LBS, U < 1280 LBS W/ (1) 3/4"° USP WEDGE -BOLT, 5"MIN. SCREWS (TAPCONS) MAY BE USED, SAME AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND EMBED (20) 16d GALV. COMMON NAILS AND (8) 16d VALV. COMMON NAILS. FL#17232 SPACING REQUIREMENT, ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE B - USPTHDH26 G < 2400 LBS, U < 1425 LBS W/ (2) 3/4"° USP WEDGE -BOLT, 5" MIN. (2) _ PT THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO EMBED (20) Iod GALV. COMMON NAILS AND (10) 16d VALV. COMMON NAILS. FL#17232 C - USP THDH28-2 G < 2400 LBS, U < 2560 LBS W/ (2) 3/4"° USP WEDGE -BOLT, 5" MIN. EMBED (36) 16d GALV. COMMON NAILS AND (10) 16d VALV. COMMON NAILS, FL#17232 D - USP THDH28-2 G < 4800 LBS, U < 2650 LBS W/ (4) 3/4"° USP WEDGE -BOLT, 5" MIN. BTM. —HOLE DIAMETER EMBED (36) 16d GALV. COMMON NAILS AND (10) 16d VALV. COMMON NAILS. FL#17232 PLATE < 3/5*D DBL. STUD E - USP THDH28-3 G < 4800 LBS, U < 2650 LBS W/ (4) 3/4"° USP WEDGE -BOLT, 5" MIN. EMBED (36) 16d GALV. COMMON NAILS AND (10) 16d VALV. COMMON NAILS. FL#17232 WOOD LEDGER 9 ATTACHMENT DETAIL SCALE: 3/4"=1'-0" STUD NOTCHING A USP RT16A (FL#17236) OR LUGT2 (FL#17240). ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO F1 AND F2 FORCES. ALTERNATE MATERIALS 11 SCALE 3/4"=1'-0" AND BORING LIMITS 1� WOOD LEDGER DETAIL $ SCALE 1 1/2"=1'-0" SCALE: 3/4"=1'-0" LEDGER SCHEDULE MARK SIZE BOLT SIZE 5'EDGESPACING CENTRALSPACING A DOUBLE 2x8 1/2" 8" O/C 16" O/C B DOUBLE 2x8 3/4" 8" O/C 24" O/C C DOUBLE 2x10 1/2" 8" O/C 16" O/C D DOUBLE 2x10 3/4" 8" O/C 24" O/C E DOUBLE 2x10 3/4" 611 O/C 16" O/C F DOUBLE 2x12 3/4" 6" O/C 12" O/C 1441 N. RONALD REAGAN Bl LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com L AA #: 0003325 F rq y U may.. O y A W h A F ti SVHDrit & LOT: CREEKSIDE LOT 32 PROaECT# 03900.009 DdODEL: 4EHB "2605— HAYDEN" GARAGE SWING: RIGHT PAGE: DETAILS 60 MPH EXP. ARCHITECT- STATE Cr— FLORIDA PT 05/15/18 SCALE: 1/4"=1'-0" SHEET S3.I